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s,s <br /> W <br /> w � <br /> UM <br /> �° _ > <br /> u <br /> u, <br /> =1 <br /> SO6 rS08 i 13 N O <br /> -CS16x3'-0"- S08 'oa <br /> _AM TO PLATE v <br /> c-- 16}-- -- 5Yzx13)z GLB(DROPPED) <br /> _ IF <br /> HOP - - - - - - - <br /> B 0 ry <br /> 9S <br /> 21, - S06 ^ L- <br /> VI ` <br /> J S08 /Typ UNO P1-6 O HORIZ.HTS30C- ,�C, <br /> BEAM TO PLATE <br /> 3Ysx12 GLB(Fj -. ' <br /> x8 4 2 <br /> I 2j�+5 t•0+ II B �s W <br /> S08 <br /> is <br /> z+s k1T2* .ti oYJ <br /> 77Yo� <br /> 2x12 HF#2 <br /> 11 <br /> TYP.UNO <br /> ADJU51 CI'SPANG AS Rt U'. 2 <br /> u @16"oc, t"- ,t1�' •y <br /> FOR PLUMBING,TYP.(SEE' S08 �''naWll <br /> \ A6 FOR PLUMBING DROP <br /> SSE - DIMENSIONS) - PLOOR F, MI.h PLAN NOk E (Panel Spain afng 48/24�wnh long d 'on perpendcular to supports we sheathing <br /> I. to all Fram'ngnMembers and Blocking below with aches vie conforming to A P.A Speclfcalon AFG-01.Fasten Sheathing to <br /> l � <br /> Framing with 0 131'0 x 2Yz Nals or Sknpson WSV#gx2K screws as follows. <br /> 2®Y HFo#2. ! I Framing,Etlges 6"oc r � <br /> Framing,Fieltl 10"oc coW W <br /> - Boundaries Blockln9 Struts 6'oc 1 a —_I <br /> +6 SOB +6 At areas 11d1cated as Blocked Diaphragm provide 2,Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel 2 W <br /> n' N' Edges.Fasten Sheath ng to Framing and Blockm with 0 131 pit x�'Nails or Sim �r�1 I ry g w Simpson WSV N9x2K screws as follows: V <br /> Frammg,Edges 4'oc Q <br /> n rDI1JOIST(F) Framing,Fieltl 10"oc p 1130undaries,Blocking,Struts 4"oc Q <br /> See Drawing,far other Sheath ng Nailing requirements Uf <br /> �--- -T _- 2. Floor Framng shall be as indicated onplan.Refer ru General Structural Notes forotherrequirements. z 1 <br /> P1 6 J O Z <br /> ROOF FRAMING PLAN NOTES' O <br /> 3. OM Sheath ng shall be'�a thi (oriel pen Rating 24/i6).Faslan heatNng to raming with 0.131"O x j Nails as follows: <br /> 1 S/J, R� I SO6 Frammg,Etlges �— <br /> �� Framing Field 12'oc Q <br /> J Boundaries Blocking Shuts 6'ocLU <br /> At Unframed Parisi Edges,provide PSCA Framing Clips centered between each Framing Member.See 01—hgs for outer W <br /> CS16x8'-O"-LAP LOWER SheathngN'I'g requirement,. T J <br /> TOP PLATE I..-AND + LLI <br /> ! ATTACH TO FLAT 2x4 At areasindicated Blocked Diaphragm M-ide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel 1 <br /> OBL JOIST(F) BLKG BTWN STUDS Edges.F sten Sheathing to Framing and Blocking with 0.131 O x 42 Nails as follOws. 1 <br /> Framing,Edges 4"oc <br /> 4 ' +zi Framing,Field 12"oc <br /> ry <br /> Boundaries,Blocking.Struts 4'oc <br /> P SOB pry See Drawings for other Sheathing Nailing requirements. <br /> CS18 3-0 1 �-� <br /> O to 4. Roof Framing shall be as indicated on plan Refer to General Structural Notes. <br /> PLATE TO PLATE 2X6 M 5 Trusses marked SWI shall be designed to accommodate tha'nd'cated loads and conneceo is <br /> QQ W <br /> d-r j 6 Ovedram rig Members shall be 2,4 @ 24 oc posted down to rna n frani ng below w/2x4 @ 48'ac staggered or as intliwted by the <br /> ILL +g `I v Z v ALL FRAMING OR HARDWARE Truss Manufacturer O <br /> O NOT SHOWN OR SPECI WFIE D <br /> 0 3 TO REMAIN UNCHANGED 7. Provide sold Flat Block rig at all Valleys Fasten Sheathing to Blocking n accordance with Nate 3. O <br /> o �o ^ LL <br /> C' B. Pmvlde H2.5A Clip each title or TLCK6 Sonny,each ply at 2-ply or greater Girder Truss ends,lyp. <br /> J � } <br /> S08 + (2)2x6 W/ 9 WALLEeFRAMING PLAN NOTES: <br /> WalISiy ee P7.6 with 2x6 Studs(�1B oc u.o.n. � I— <br /> --. ."- 6Yz12 GLB ti HUC26-2 ry6 Interior w II Shall b 2 a Studs @ 16 oc u o n.ti J <br /> If <br /> Za TOPOST . IM+/-GLB Where atljacent Shear Walls are It contaU,nail studs together per 3/SO6.See 1/SO6 for special stud requirements al Shear WallfL ILNL n.Imo:, RIM 1/-10'-0" l RIM+/-10'-0" types P1 3 Pi-2 and P2-2 � O <br /> u 10 Heatlars shallbe 4x6 u o n Sae Dala 113/SO6ATTACH LOW ROOF {'�IQATTACH LOW ROOF <DIRECTLY TO RIM . I I DIRECTLY TO RIM N Bmlt-up Stud Groups n Wails supporting Beams,Posts ur GINerTrusses above shall be(2)Studs u o n.SeeGeneralSt ucturalP 1- _ NO TRUSS BEAMPER 12/SOB,SIM iENO TRUSSAM PER 12/SOB,SIM Notes for fastening raga rements. Q <br /> PER 6 W/HUC26-2 II II <br /> (2)2x6 12, See 10/SO6 for Si 1,13IS0"! S08 TO POST 2x4 RAFTER MONO TRUSSES (2)2xB W/HUC26-2 meson to USP hardware conversion table. LL. <br /> 1H=5'b'; ,:: 3RS @ 24"o @ 24"0o TO @ 24„0o TO POST <br /> END TRUSS (2)2x6 W/HUC26-2 END TRUSS 0 <br /> MONO 2x FULL DEPTH <br /> TH LEDGER 11 TRUSSES TO POST (2)2x6 <br /> LEDGER W/(2) 4 � � LEGEND <br /> RUSS VERT S09 �@ 24"oc 12d EA TRUSS <br /> S06 (RIGHT <br /> VERT <br /> (TOP ONLY AT ENTRY (RIGHT <br /> DOOR,EXTEND FULL SIDE ONLY) 11 SX.X DETAIL CALL-OUT <br /> LENGTH OF EA. S09 < <br /> SHEAR WALL) P7_Xl SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br /> m <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' —� BEARING OR SHEAR WALL BELOW <br /> of <br /> of <br /> BEARING OR SHEAR WALL ABOVE 2 I <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) W o <br /> C <br /> 0 `r <br /> POST BELOW <br /> W <br /> PT.LID. BLOCK THRU FLOOR FOR POST ABOVE � <br /> HOR HEADER PER PLAN NOTE 10 <br /> 6 t 2 a B 18 <br /> SO4B(M) <br /> via°=r-6• <br />